Given the corrected latitudes and departures of a closed traverse, Compute the DMD of line 3 - 4. Compute the DPD of line 4 - 5. Compute the area of a closed traverse in hectares. a. b. C. LINES LATITUDE DEPARTURE 1-2 +80.16 -40.12 -36.82 +50.42 2-3 -40.13 3-4 +70.18 -30.14 4-5 +30.36 5-6 +60.20 -52.34 6-1 -140.27 +48.50

Q: Compute the adjusted length of inie AC

A: We know from compass rule  Correction for latitude is given by CL*L∑L Correction for Departure is…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A:

Q: Calculate the latitudes and departures. Check for closure. If the accuracy needed is 1/7500, is the…

A:

Q: Compute the departure for the following line: S 13°-28'-50" W 118.97' O-115.6923 O-42.8872 O-27.7337…

A: Given :- Length, L = 118.97 ft Bearing, θ = S 13°28'50'' W To Determine :- Departure of the given…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A: Asked: To determine the distance of the closing line 4-1.   Given: LINES BEARINGS DISTANCES (m)…

Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Bearing and Length of Lines of a Traverse QRSTQ is given. Coordinate of origin station Q = ( 0,0 )…

Q: STA 8+50 elevation = 132.74 %3!

A: According to given datafor STA 8+50 Elevation=132.74STA 12+ 50 Elevation = 246.29To calculate the…

Q: Course Balanced Balanced Departure Latitude Double Area (*) DMD Double Area (-) AB 517.44 -388.84 вс…

A: 1) Length of course BC = Departure2BC+Latitude2BC                                      =…

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.